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200 WEST STREET over PLEASANT CREEK
Map
Coordinates:
+39.54828, -111.45908
39°32'54" N, 111°27'33" W
+39.54828, -111.45908
39°32'54" N, 111°27'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 200 WEST STREET over PLEASANT CREEK |
| Structure number: | 039023D |
| Location: | 100 N.200 W.,MT.PLEASANT |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 23.0 ft. [7.0 m] |
| Total length: | 24.6 ft. [7.5 m] |
| Roadway width between curbs: | 34.5 ft. [10.5 m] |
| Deck width edge-to-edge: | 37.7 ft. [11.5 m] |
| Skew angle: | 16° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2002 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Frame [07] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 220 [as of 2010] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 100.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Fair | Good | Good | Satisfactory | 220 | 100.0 |
| March 2016 | Good | Good | Good | Good | 220 | 100.0 |
| March 2014 | Good | Very Good | Good | Very Good | 220 | 100.0 |
| March 2012 | Good | Very Good | Very Good | Very Good | 220 | 100.0 |
| March 2010 | Good | Very Good | Very Good | Very Good | 220 | 100.0 |
| March 2008 | Good | Very Good | Very Good | Very Good | 175 | 100.0 |
| April 2006 | Good | Very Good | Very Good | Very Good | 175 | 100.0 |
| April 2004 | Good | Very Good | Very Good | Very Good | 175 | 100.0 |
| May 2002 | Good | Very Good | Very Good | Very Good | 175 | 100.0 |
| 2000 | Good | Very Good | Very Good | Very Good | 175 | 100.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 75 | 0 | 75 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 55 | 51 | 0 | 4 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 1,039 | 1,032 | 7 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569438
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569438